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453 NE 102 St (8)Date Owner's Address PERMIT APPLICATION MIAMI I SHORES VILLAGE ob Address �J (5 �'(J FGv 2axx olio Yes No Master Permit # 41 1 7)59 Phone ( �`'' -- 751"2- 3 i Legal Description Historically Designated: Owner/Lessee / Tenant �/ / /, 5 • •611 Re// g53 /Q 2 Contracting Co. / ` - 'L l`C Qualifier � // C!�/1/Cf'2 State # C Cr a 2 74 Municipal # Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one) U y . ELECTRICAL PLUMBING MECHANIC ' O :r t ' . PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost (value) Competency # WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and tha construction and zoning. Furthermore, I authorize the above -named contractor to do My Commission Expires: FEES: PERMIT4 APPROVED: Zoning Mechanical RADON Building S 1 all o e i k ll be Notary as to Contractor or Owner - Builder My Commission Expires: C.C.F. O NOTARY \ BOND Ins. Co. ce with all appli . ble laws regulating Signatur- of Contractor or Owner - Builder -' Uate Date TOTAL DUE 7112 ZAEti Plumbing Structural Engineer F Ft A Contractor's Name: ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering Repair ❑ Maintenance Flat Roof Area (ft') d ""loped Roof Area (ft')` " Total (ft Master Permit No. Exposure category (per ASCE 7 -8$): Building Classification category (per ASCE 7 -88 table 1): Deck type: ,% TTACHMENT Fastener Type: SPACING Field: Perimeter: DETAIL t & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Job Address: vs to 2 if 7 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Corner: r r r r r r M ✓ • 41 . -1 IP • afv9V • nd2 -S •v7. V nTh t ROOF PLAN reit ♦ • �•• ►. .. •t :1:. _ - .I:, n .•. :...'. ♦.'LV n►rlv..lr• .K.r'.-' t flit As it pertains to �iu> FtNyaarai,. , 1i is rra iui:..ayv.•o +al.r..j .:. :::� :��.. � . _. .... .. . • .. _. •.r .a. 7_ _ ...I:.• wwrl ►n w..lw:n In 1t..� . ♦�••.• ♦ rtrP rnnr.•,“ Ar rliis requited roofing pCt111U, to «LV.a..� ui� i+�•:ai.r '..nu ..u� ..p±....�... ....,. _- - . torni. Inc pru►uwrs, vi `iu, w" _r ,i _ ct,� .r. p.._trf r'nrl 151 1; ('1 a.nrrn, r.11 r hr minintrm. • r r �. -.- i.. _ r__ _ . ..... r , r..11 ► :..nom Aeldirirtn:.11y Ph FM ir•n.t requirements artu ai:a�tu:aiu� a, ata� ,..,..•�.,, .:., .�;...••� .;_._ ...:.. ........._.._. . � .l. f r l h ,.,f ►1.:. co ► r r.•lr giro- owner's rr tat:tt rlt in r should be addressee; :PS pail ..,r iui: it�•:eCRi2rii aaca•••c2:'. t... :t' ::t:L: ...._ .._ Wof_._ _ g adjacent box inoicates blot the item has L;cn e- plailtt:d. 1. Aesthetics- li'oricnt:inship: Tits: wenk manship itto. is ias vi Ch:t e :4 ... !.or the ptir t.f providing that the ruoling system meets the tvinci resistance :iii Aesthetics (apptarttnce) Issues are not a consideration ttitii r.speet to .'ire.rnanshit. �.:ti'•'::i�::5. ^ :S:t::tc i5: ui:5 such as color Or nrchittcuiroi appearance. that are not part of a - voting Luu_, s1 ould p:r of rig r cut between the owner and Mc contractor. . Renhihltg Wood I)i cL : When replacing roofing. the es.ist►s1:4 wood tuvf u: ►i:.'..•:_: !iz . C to hr re:i: ii_d it ordance with the current provisions of Chapter 29 of the £FBBC. (Tile roof Stzk i; ��.•..,� ecnc .,ieip: iL.l removing the existing root system) 3. Common hoofs: Common roars art those which have no visible delineation t•et.vecn itel_1i�iurii;t tr`t (i.e townhouses. condominiums. eta.). in buildings v. - ith common roofs. the routing costtrai.tui andiot p..• rttfd notify the occupants of adjacent units of roofing work to he performed. 4. E - paced ccilinns: Exposed. open beam ceilings' are tvhere the underside of ih_ roof deckin can bt :..a front bctow. The owner may wish to maintain the architectural appearance. t#icrcfora:, roofing nail Far. -•!r ?.lions of die underside of the deekinc. u.,: be -acceptable. The SF BC provides the option of inaint,iiutig t: ;. � r,rt nt:r. - P: ‘Vatt,r- The current roof srsf• :nt cnd!c•r d_ck of the t•uitdine may not drain tt-cli and may .:r '::C:Cr to pond (^cr!!tt!i!la ►t:) in lntv.lyii)^ areas Of the roof. Pending can be :,tl indication of SlfttCWrzl Glsticss .::.d r :quirt the. re.:at' of 1 prtlft; <ion ?I sirru:ti :af crititi er. rprtclin . may t!icrten the lite t.tlJ:Ci.tli.� •;:.id fOr rn t: ": of th.: tilt'.' roorii:t..; c1't(: f C.•1uini2 coalitions may not be evident until the Orle iti11 ro 1; syitei1t 1} (Calait'eu. PCind ttti' condicicrs should he corrected. 6. Ot.rfio►, Sc.tjfsj.crs (wall outlet* it 1; rt- quirr;d afar rain■vatt:r flot'. tiff sc' that the roof is not overloaded from a build up of % itt:. Perham rledze t•':.il; (Jr outer roof extensions may block this dischorge it overflow scuppers (flail outlets) atc tic.; F rovi,;d. it may !`: necessary to install overflow S:tlppCtS in accordance with Chapter "t i of the S>; C. y 7. Vcntitatton: t'-io5t roof suuctttrci should 1ia1.-: t bilit to vent n ttitral airflow: tllroutth the interior of the structural assembly (tile t)lttlrlln� II�C11 f. 1 /lt �.�liii i -- ount of :ink ventilation shall tent b. reduced. It ma • be • neficial to consider ado which can •r• [h•� •cr life of the roof. Yeil(I V i itilin i.i : a::;L!. _ sort' 1 (1? S. The owner Wray contact the t`iiariti•Gaut Count,. itt motion regarding the above. A rrFNr)rX a•Fa' inr•.,,frr. r- Yvr. nc 1.n con RAOFINC COi1SfDERATIONS Owner's /A_ctirs Si.naturc u:itc CC•ntr :!clt` -•: Cc. n:tiurc r)rn-irtmc!►t for further Date o� f / $Job Address S � 1 Q 2 5 7 Tax Folio PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Legal Description Historically Designated: Yes Owner/Lessee / Tenant e � et/ ir 1/0, 7y? Owner's Address 4 - 5 s / 1 / ' , E . /OP S 7" Al: ft1;a rn; Contracting Co. P,'2S le 0 r1 t ✓Ir, Qualifier \ r > 7 A- ( liU ells State # free 00 Ci1/2 2'0 Municipal # Permit Type (circle one): BUILDING ELECTRICAL WORK DESCRIPTION f c 7 ft/ Qli't/ Square Ft (66 e t - 1i a a ./i o ner and/or condo President Date / U FEES: PERMIT 49 0 . RADON APPROVED: Zoning Buil Mechanical Plumbing Master Permit # 3 O )/aft'S /{Phone 3oS- 75 5r' /6, Address a 234-- A/. 1N, ) 5 ./P/.) Phone 3.95 Competency # l9q (Y/ Ins. Co. K(o ril/°p V ;Architect/Engineer /I///1 Address Bonding Company /Y/i* Address Mortgagor Address PLUMBING MECHANICAL PAVING FENCE SIGN t°Y ooP — s719o0th 1 r jn 1 77/e Ileac T 74 Yea — rhc,/ 1„( 0 7 /Z _74 . Estimated Cost (value) 5 . C.F. .1 NOTARY Electrical ao Signatur f Con actor or Owner- Builder No WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 1 , .r- ,H,nycrvi Nota as to Co if : c Sir bt 41 : ;�„� BIGGS My CoSt ats T T' Florida mmission Ei»e�lic My Camm. Exp: 07/19/90 # /i/ t i ov Comml: CC393887 TOTAL DUE 67 3. ( .?,5- Date � - !9 -95 Date Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: 95R259120 1995 JUN 30 13:2 COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 453 A/. k, , Jo .. .5 T- 2. Description of improvement: - re icy) -P 3. Owner(s) name and address: Sp 4W r P C. k 1 /v •✓y! 9L63 11.4 R. 102 S T j »1 i a en; S I•1or, 01,6 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: wra -s , 'o6-.t /, a i- !W )41, i 5 4- Pie l taIA 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of n y o., Print Owners Name Sworn to and subscribed before me this . 460 day of V 0 e, 19 Notary .Public Print Notary's Name My Commission Expires: H REEL GS otary —. state of orida ti — _ Public Mi Cem.. i 'r 07 • ;/ I1 � �� Comma: CC393887 • � / (A` . ... AA.. •AAMM YYl t aye, c t P S 1- 74 • Prepared by: - Toe O V"c 1 3 4- Y✓ci Xvc *4c'/ Address: 4 1`7i)1 ' 4 /irc.4 /C4 12101.52 2/93 Job Address: Contractor Process No. GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 123.01-166 9/94 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: Contractor Process No. ( Check one of the following ) Recover Re -roof: b New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If yes; attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: Y N (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) Ply Sheet(s): ( Type and method of attachment ) 1 X (, wood 1,t/ k_ GAS= Gieok e vv/ a Ae5 &At= ]Built -Up Applications and Modified i::itumcn Systems Page -2 Y N Job Address: Contractor Process No. Top Ply: (Type and method of attachment) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) & F rn tilt( 1l 5(1f4 Co/ 4to -6 iv/ -r j /r. s�l 6 & P filiou / 5 f-rvee_ C, 6 c 1/1/ 7 :"-e Whi Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: Contractor Process No. FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Top Ply: " Bonding Material: /2( 9' /,1// ✓ J p� Ply Sheet( "): � 6-4 P I _ inches inches r Surfacing: ( briefly lo ) icab Bonding Material: rtZI( 402// e- Fastener: 1 94 / / / 4 (if bare sheet mech. atta ed) Bonding Material: (ijbase "Feet bonded) Fastener: (ijtop intulatton layer meth. attached) Top Insulation Layer: q//. (1/applicable) � Vapor Retarder. / � ((Jopplicable) Primer. (ijapplicabli) ,il Bonding Material: / (iJtop ovulation layer bonded ) Fastener: 6/ j�. (Vim:dation / mech. attached) Insulation: /- Bonding Material: /1/ i( - (ij in"ulation bonded) t/ //r DECK: Type: (1 n UM ( ni / l Gage or Thickness: Density, iifconcrete deck: /,4 Built -Up Applications and Modified Bitumen Systems Page -4 Job Address: Contractor PERIMETER DETAIL #1: Parapet Wall Detail Process No. Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. T - � Include fastener type and spacing used for wood- blocking attachment / wi/►►AsQn{ �7C'(5 yq'xI d v✓idd Coo - .Ale ,l , 4 11 514 ,7i rgpr I 6 � r 5 e y i�r Qe 4 tf.'sr yvyT 9e I Wel Jkt/ ,Veibt Gars Deck Type: wpp d Ye It' 1 L (Q Li a- C. /0/� 0, C, .C c d PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: � iv/ Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: �7 Deck Type: Contractor PERIMETER DETAIL #3: Gravel Stop or Drip Edge PERIMETER DETAIL #4: Gutter Detail uilt -Up Applications and Modified Bitumen Systems Page -6 Process No. • Job Address: Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. pl,`es "p yv Tyot4'AO /. or- G41 =GI's / rs O tt arc- /Q / " k ‘' ;del Contractor PERIMETER DETAIL #5: 'Other' Detail &AP ifriqtrAti 9v (4‘ Are/ YY/F// ir► i'ed se-t);y A5Te #b , o'1d - 45.1vRa4 1v/ rAfsY 1140/1 P'I 44 Cker6 - 6, O G: wand de -! PERIMETER DETAIL #6: 'Other' Detail Process No. s-11 et--t? v' Tyic 1 b 4 1( woad co 41 -s W *veil IS Go/tcr vYl�1� Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. , �l 1-)i v vv Ail av1�n dog � e �J2d � � � r5 » " ..) y ¢ G nt#'t1J d G11r&lis )s d 5.�'' try p�Y �. � 1 Ea`t O.G -F`e21 Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: Contractor Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attach ed) Exposure Category: Classification Category: At Hurricane Oceanline ?: Basic Wind Speed at Building Location: Building Condition based on % of Openings: —Y _Let ( 110 mph GROUND LEVEL t ID feet BUILDING INFORMATION #1 Built-Up Applications and Modified Bitumen Systems Page-8 Job Address: Contractor Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. ( See ASCE 7 -88 Fact Sheet Attached) 41 1 ' 14 Mahon/1 MIN / fi c- r 5/o / s/ak I 0115dlfy 1 s4k 1 0 G T k W I'l atrth ao 14-00 ` - 61 r BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Process No. Job Address: Contractor Process No. — FOR FLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitation Reviewed Details ?: Notes: Built -Up Applications and Modified ]Bitumen Systems Page -YO Y N . Job Address: Contractor Process No. Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner 224 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued 44. Deck: NC Incline: 2 Foam: "PolyIso" or "Poly -Iso Special' with "Polyfoam 251" or "Polyloam 303 ". 1 in. min. Base Cost "GacoSil S- 1000" applied at 1 gel/so (10 dry mils). Surfacing: "Gacollex S- 1000" applied at 1 gal /so (10 dry mils). GAF BUILDING MATERIALS CORP, WAYNE NJ 07470 R1308 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet) is a suitable alternate Type G1 asphalt glass fiber ply sheet rGAFGLAS Ply 4" or " GAFGLAS Ply 61 in the Class A. B or' roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS S tavent (Vent -Ply) perforated" or " GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to mopped and nailabte to be mechanically attached granule side down. . As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet' or "GAFG Stratavent (Vent -Ply) for nailable decks') may be subsituted for G1 asphalt glass fiber ply se (" GAFGLAS Ply 4" or "GAFGLAS Ply 61 as the nailed base ply in the following systems. • • Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. • Unless otherwise indicated. all insulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or '•Ruberoid" may be used for flashing in any of the Class A. B or C terns listed below. When "perlite" is referenced. this includes "GAFTEMP Perlite" or any other UL Classified parti insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A. B or C systems I kP" ad. Structural cement fiber building units are considered suitable to be included as s deck in the lowing Class A.13 or C systems listed over C.15/32 or NC. The use of gypsum board under any of the following Class A. 8 or C systems does not adverse effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation ` C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin _ per (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the foI lowing Class A. B or C systems. � Isotherm R may be substituted for any isocyanurate insulation in any of the following Classier tions. CLASS A. B and C. Hot roofing asphalt. for use with organic and glass fells or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers partite. wood fiber. glass fiber. isocyanurate, u thane. perlite /isocyanurate composite. perlite /urethane composite. wood fiber /isocyanur composite. phenolic. any thickness. Ply Sheet Three or more layers Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 8 ", mopped. Surfacing: Gravel. 2. Deck: C•15/32 Incline: 2 Insulation (Optional): One or more layers perlite. wood fiber. glass fiber. isocyanurate. irrti thane, perlite /isocyanurate composite. peniteiurethane composite. wood fiber/isocyanu composite. phenolic, any thickness. Ply Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" or - GAFGLAS Ply 6" Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite. wood fiber. glass fiber. isocyanurate, ere; thane. perlite/isocyanurate composite. perlite /urethane composite. wood fiber,isocyanurs*u composite. phenolic. 2 in. max. Ply Sheet: Two or more layers Type G1 " GAFGLAS Pty 4" or " GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1,2 Insulation: One or two layers "Isotherm R ". 4 in. max. hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper. nailed to deck. Base Sheet. One layer of Type G2 " GAFGLAS #75 Base Sheet' (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS PIy 6 ". Cap Sheet: One layer of Type 6-3 " GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer 01 Type G2 'GAFGLAS :75 Base Sheet' PIy Sheet: One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type 6-3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C•15/32 Incline: 2 at Insulation: One or more layers perlite, glass fiber, isocyanurate. urethane. perlite /isocyan °" composite. perlite /urethane composite. phenolic. 1 0 in. min (off -set from plywood joints 6 (a1 Base Sheet One or more lavers of Type G1. G2 or G3. + Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), 'Ruberoid Plus' (granule). - Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet'. hot mopped. • 8. Deck: C -15,32 Incline: 2 Insulation (Optionaq: One or more layers partite. wood fiber. glass fiber, isocyanurate. _s thane. perlite,rsocyanurate composite. partite /urethane composite. wood fiber /isocyan • composite. phenolic. any thickness. ' ' tom Base Sheet: Two or more layers of Type G2 or G3. • 4 : Ply Sheet (Optional): One or more layers of Type G 1. ♦a Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid.T;r "` Plus' 'granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule).,i3• ?',� ` "1 ROOFING SYSTEMS (TGFU)— Continued Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optlonell: One or more layers perlite. wood fiber. glass fiber. isocyanurate, ure- thane. perlite /isocyanurate composite, perlite /urethane composite, wood fiber / iaocyanurste composite, phenolic. any thickness. Ply Sheet Two or more layers of Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 8" Cap Sheet: Type G3 . "GAFGLAS Mineral Surfaced Cap Sheet'. hot mopped. 2 Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers partite. wood fiber, glass fiber. isocyanurate. ure% thane. perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite. phenolic. any thickness. Base Sheet Two or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop'" (smooth or granule) or "Ruberoid Mop Plus" (granule).. Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ". hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber. glass fiber. isocyanurate, ure- thane, perlite /isocyanurate composite. perlite /urethane composite. wood fiber/isocyanurate composite. phenolic. any thickness. Ply Sheet Three or more layers of Type G 1 " GAFGLAS Ply 4" or "GAFGLAS Ply 8 ". Surfacing: "Special Roofing Bitumen" 20 lbs/sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite. wood fiber, glass fiber. isocyanurate, ure- thane. perlite /isocyanurate composite, pertite /urethane composite, wood fiber/isocyanurate composite. phenolic, any thickness. Ply Sheet Three or more Layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 8 ". hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite. wood fiber or glass fiber. 2 in. max. Ply Sheet Three or more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Pty 6 ". Surfacing: Grundy Industres "al MB Aluminum Roof Coating" at 1 -1/2 gat/s4 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers penile, wood fiber, glass fiber. isocyanurate, ure- thane, perlite /isocyanurate composite. perlite /urethane composite, wood fiber /isocyanurate composite. phenolic, any thickness. Ply Sheet Three or more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 8 ". Surfacing: "Weather Coat Emulsion" at 3 geVsq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ". 4 in.. hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. I. Deleted. Class 8 2. Deck: C -15/32 Incline: 2 Insulation (Optional(: One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure- thane. perlite /isocyanurate composite. partite /urethane composite. wood fiber,isocyanurate composite, phenolic any thickness. Ply mopped. Sheet: Three or more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". hot Surfacing: Grundy Industries "al MB Aluminum Roof Coating ". 1-1/2 gal /so. 3 • Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber. isocyanurate, ure- thane, perlite /isocyanurate composite. perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4'" or " GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal/Se. Class C Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite. wood fiber or glass fiber. 2 in. max. PIy ck: Sheet: C - Three or more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". 2 ' De Surfacing; Grundy Industries "al MB Aluminum Roof Coating" at 1.1/2 gat/so or 'Weather Coat Emulsion" at 3 gat /sq. 15/32 Incline: 2 Insulation (Optional): One or more layers perlite. wood fiber, glass fiber. isocyanurate. ure- thane, perlite /isocyanurate composite. perlite /urethane composte. wood fiber/isocyanurate COmpo5ita. phenolic, any thickness. Ply Sheet: Three on more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". 3 Surfacing: Gruntly in "al MB Aluminum Roof Coating" at 1 -1/2 gal /so. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite. wood fiber, glass fiber, isocyanurate. ure- thane, perlite /isocyanurate composite. perlite /urethane composite. wood fiber /isocyanurate Composite, phenolic, any thickness. P Three more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6" Unle h Surfacing: "Weather Coat Emulsion" at 3 gel /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unl a oth erwise indicated phenolic insulation may be used in any of the following systems. 4Yery o erwise indicated any of the following Single Ply Membrane Systems may utilize multiple f Iy RuSheet: beroid Membraneor . ROOF COVERING MATERIALS (TEVT) [[5 • METRODADE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 , METROPOLITAN DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING £IWDUCT CONTROIV'NOTICE OE ACCEPTANCE BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 - :'METRO -DADE FLAGLER BUILDING •140 WEST FLAGLER STREET . MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 Your application for Product Approval of GAF Conventional Built -Up Roofing Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Codc Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall bc valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code bc enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. . PRODUCT NO. : ACCEPTANCE NO.: -94-401 i GiDiamond, P.E. 'r Product Control Division - EXPIRES: NOV 1 0 1997 Supervisor - PLEASE NOTE - THIS IS THE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by ;thc'Metropolitan Dade County Building Code Compliance Depaitnlew I approved by the Building Code Conunittee to be used in Dade County, Florida under the conditions set forth a. z. 1 0 19 9 4 (7/1 APPROVED DI k C. ganger, P.E., Dirccto Bu. Codc Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Sub - Category: Type: SuEType: Membrane Roofing System Built -Up Roofing Conventional Fiberglass Product Control Notice of Acceptance Roofing System Approval GAF Materials Corporation, a manufacturer of commercial roofing products . for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built-Up Roofing Application and Specifications" manual published annually. The GAF Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L: Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. . For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. William J. Woodring Director of Technical Services 1361 Alps Road Wayne NJ 07470 (201) 628 -3000 Product Control No.: 94- 1014.01 Approval Date: NOV 1 0 1994 Expiration Date: UJ I 1 J 7 ..iit 1rmond, • 1 1 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materialuse, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This approval supercedes all previous approvals. // / ✓ /I: Gil ;, (a{ni nd',P.E..... Product Control Division Supervisor 1 • Product GAF Asphalt/Concrete Primer GAF Fibered Aluminum Coating . GAF Gaftite Roof Insulation Fasteners GAF Jetblak All- Weathe Packing: 1 and 5 Plastic Cement gallon pails. GAF Jetblak Flashtitc® Cement GAF Mineral Shield® Granules GAF Plastic Cement GAF Weather Coat® Emulsion GAFGLAS Ply 4® GAFGLAS Ply 6® Trade Names of Products Manufactured or Labeled by Applicant Dimensions Packing: 5 gallon pails, 53 gallon- - drums. Packing: 1 and 5 gallon pails Packing: 1 and 5 ASTM 4586 gallon pails, 53 gallon drums. Packing: 60 Ib. bags. Packing: 1 and 5 gallon pails, 53 gallon drums. Packing: 5 gallon pails. 3' x 180'; Roll weight: 44 lbs.. 3' x 180' Roll 1 Test Specifications ASTM D 41 GAF Asphalt/Concrete Primer used to promote adhesion of asphalt to dissimilar surfaces in built -up roofing. ASTM D 2824 PA 114 ASTM D 3409 ASTM D 1863 ASTM D 4586 A trowel grade cut back bitumen standard -grade cement mixture, • containing inorganic fibers and mineral stabilizers. ASTM D 1227 ASTM D 2178 . Type IV ASTM D 2178 Product Control No.: 94- 1014.01 Product Description A cut back asphalt based protective coating containing leafing type aluminum pigment and inorganic fibers. Insulation fastener system. Available in a variety of lengths and styles. All- Weather Plastic Cement used to install flashing and may be applied on wct surfaces. Coverage: 1 gallon/14 f12. GAF JetblakT"' All - Weather Plastic Cement shall be used for flashing applications only. A trowel grade cut back bitumen flashing -grade cement mixture, containing inorganic fibers and mineral stabilizers. Granules for surfacing of exposed asphalt, cold process or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Clay based emulsified asphalt coating with inorganic fibers. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated heavy duty Gil Diamond, P.E. • GAFGLAS Stratavent® for nailable decks GAFGLAS® #75 Base Sheet Weight: 52 lbs Dimensions: 3' 36'; Roll weight:' ,6 lbs.. 3' x 108'; Roll weight: 75 lbs.. Gil Diamond, P Product Control No.: 94- 1014.01 glass felt for use in conventional and modified bitumen built -up roofing. eavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side :with coarse mineral granules embedded in asphaltic coating. 1 1 • • GAFGLAS® Mineral Surfaced Cap Sheet GAFTEMP GAFTITE® Base Sheet Fastener Gafglas® Flashing Gafglas® Stratavent® Perforated Ruberoid® 20 Ruberoid® 20 FR Ruberoid® Mop Granule Vent Stacks (metal and plastic) 3' x 108'; Roll weight 76 lbs.. various 1'x72', 1%x72',3' x 72'; Roll weight: 25 lbs., 38 lbs., 76 lbs.. 39.4" x 33.4'; Roll weight: 90 Ibs. 39.4" x 33.4'; Roll weight: 90 lbs. 39.4" x 30.5'; Roll weight: 103 lbs.; Roll size: 100 R.'. ASTM D 228 Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. PA 114 PA 114 Proprietary 36' x 3'; Roll weight: ASTM D 4897 60 lbs . PA 100(A); UBC No. "' -2; ASTM D 1 Plas.) & 635 •fetal) 3 Gil Diamond, P.E. Product Control No.: 94- 1014.01 An asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Polyisocyanurate foam insulation. Basesheet fastener for built -up roof systems. Asphalt coated glass fiber mat flashing sheet available in three sizes. Heavy duty perforated fiber glass base sheet impregnated and coated on both sides with asphalt, with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. ASTM D 5147 Asphalt modified bitumen membrane, polyester reinforced for use in conventional built -up roofing. ASTM D 5147 Asphalt modified bitumen membrane, polyester reinforced and treated for fire resistance, for use in conventional built -up roofing. ASTM D 5147 A heavy duty, resilient, asphalt modified bitumen membrane, polyester reinforced. Used in flashing applications for conventional built -up roofing One way valve vent used to relieve built -up pressure within the roof system. GAF Vcnt Stacks are available in metal or plastic. Product Pyrox various AC Foam II various AC Foam -I various Roofgrip Fastener Hy -Therm AP various Hy -Therm Nail -Line various Hy -Therm / Pyrox / Various White Line Anchorbond Fastener Trade Names of Products Manufactured by Others DekFast Fastener PA 114 ES -30, ES-45, ES -60, PA 114 ES -90® Fasteners Nail -Tite Type R Fastener Dimensions Test Specifications PA 110 .; -:,; Polyisocyanurate foam Apache Products Co. insulation -. PA110 Polyisocyanurate foam Atlas Energy Products PA 110 Polyisocyanurate foam Atlas Energy Products insulation. PA 114 Insulation fastening Buildex assembly PA 110 Polyisocyanurate foam Celotex insulation PA 110 PA 110 Polyisocyanurate foam Celotex Corporation insulation PA 114 Insulation fastening Construction Fasteners assembly PA 114 4 roof insulation Polyisocyanurate foam Celotex insulation . Insulation fastening Construction Fasteners assembly Base Ply fastening system ES Products, Inc. (lightweight concrete decks only) Insulation/base shect fastening assembly. • Gil Diam6nd, P.E. Product Control No.: 94 1014.01 Manufacturer ES Products, Inc. 1 ISO 95 + Composite Various PA 110 Polyisocyanurate / Perlite Firestone Building Products Company AL MB Aluminum Roof Coating Gripdek Fastener Hexcel Fastener Hextra Fastener Tapcon PA 114 PA 114 • ISO 95+ UltraGard •E'NRG'Y 11 ISORoc Con -Tice Fastener Olympic Fastener CR -1.2 Base Sheet Fastener various PA 110 Various various PA 114 .. Insulation fastening ITW Buildex assembly PA 114 Insulation fastening ITW Buildex assembly PA 114 PA 110 Various PA 110 PA 110 PA 114 PA 114 PA 114 5 . Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Roof Insulation Roof Coating Insulation fastening ITW Buildex assembly Insulation fastening system ITW/Buildex Polyisocyanurate foam International Pcrmalite insulation Polyisocyanurate foam insulation Polyisocyanurate foam roof insulation Polyisocyanurate foam insulation. Insulation fastening system nsulation fastening ..ssembly CR -1 0 coated ga ..cd Olympic steel fastener. Manufacturing Group, Inc. • Product Control No.: 94- 1014.01 z Gil Diamond, P.E. Grundy Industries Manville Roofing Systems IRG Bu. rs, Inc. NRG Barriers, Inc. Olympic Fasteners Olyrn nic Fasteners CR -Base Sheet Fastener CR -Base Sheet Plate GlasFast Fastener Glasfast Striker Fastener Paroc Multi -Max Insulfixx Fastener • Plate Fixx Fastener Rawl Drive Rawl Spike Fastener Rawlite Fastener T -Fast Tru -Fast Fastener ASTM D 312 roofing asphalt PA 114 CR -10 coated galvanized Olympic Manufacturing Gro• Inc. steel fastener. Product Control No.: 94- 1014.01 ASTM A 525 2.75" galvalume steel Olympic stress plate Manufacturing Group, Inc. PA 114 Insulation fastening Owens - Corning assembly PA 114 Insulation fastening system Owens - Corning various PA 110 Non woven fiberglass mat Partek, Inc. insulation. various PA 110 Polyisocyanurate foam RMAX insulation. PA 114 Insulation fastening SFS /Stadler assembly PA 114 Insulation fastening SFS /Stadler assembly • PA 114 Insulation fastening system The Rawlplug Company, Inc. PA 114 Insulation fastening The Rawlplug assembly Company, Inc. PA 114 Insulation fastening system The Rawlplug Company, Inc. PA 114 Steel/Wood fastening Trinity Engineering, assembly Inc. PA 114 6 Insulation fastening assembly ASTM D 312 ASTM D roofing asphalt. generic Tru -Fast Product Control No.: 94- 1014.01 ASTM D 41 Primer ASTM D 41 Asphalt Primer generic Fiberglas PA 110 Fiber glass roof insulation generic Gypsum Sheathing . Various PA 110 Gypsum Sheathing used in generic specific Roof Insulation Assemblies High Density Wood various PA 110 Wood fiberboard generic Fiberboard insulation. Nails ASTM A 641 Min. 1f l2 corrosion generic resistant annular ring shank nails, FF- N- 105 -B, Type 2 PA 110 Perlite insulation board generic 15/8 " -2" Rosin paper for barrier generic layer on wood decks Min..0I0" (32 ga.) x 1" generic corrosion resistant disc Test Agency Test Identifier Factory Mutual Research FMRC 1994 Factory Mutual Research Corporation Underwriters Laboratories, Inc. • Test. Reports.. FMRC Current Insulation 01/01/94 Fastening Requirements FMRC Approval Guide 1994 J.I. 3X3A2.AM Wind Uplift 08/02/94 Gil Diamond, Test Name/Report Date Current Insulation Fastening Requirements FMRC Approval Guide 1993 Product Control No.: 94- 1014.01 J.I. # OT4A.I.AM Uplift Approval 08/26/92 J.I. 11 1V8A4.AM Uplift Approval 06/28/93 J.I. .# 1R1A6.AM Uplift Approval 11/15/91 J.I. # 0T2Q4.AM Uplift Approval 10/17/91 J.I. # 0Q6A6.AM Uplift Approval 07/16/91 J.I. 0Y9Q5.AM Wind Uplift 07/29/94 R1306, 87NK11819 Class A Fire Classification 01/01/93 01/01/94 • Deck Type 1: Wood, Non - insulated Deck Description: " / „” or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Maximum Design Pressure: -55 psf. GAFGLAS® #75, GAFGLAS® PLY_ 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 3 / 3 " tin' caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. Two or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 60D ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. 15 %. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ": 12 "; See General Limitation #3. Specification No.: Product Control No.: 94- 1014.01 Gil Diamond, P.E. L% ; . '" r 21 /1 Wood Deck System Limitations: 1. A red rosin sheet shall be installed on' all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with PLY 40 and PLY 6® when used as a mechanically fastened base or anchor sheet.. 3. Pre - assembled cap nails may . . only:: beused for termination of fully bonded surfaces such as mechanical termination at woodblocking, head and side laps, and base flashing terminations.: Cap nails shall, not be used for the mechanical attachment of a base sheet.. Tin caps are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment • Gil Diamond, P.C. 22 Product Control No.: 94 1014.01 / 2 /) ///' 1 1 1 General Limitations: 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and GAF specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control ApprovaT for slope limitations on these systems. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of tither system shall be at a minimum rate of 12 lbs. /sq.. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with PA 117 of the South Florida Building Code. 11. All perimeter and nailer metal profile design shall conform with Dade County Protocol PA 111 of the South Florida Building Code. Gil Diamond, P.E. 74 Product Control No.: 94- 1014.01 • Gil Diamond, P.E. 75 Product Control No.: 94- 1014.01 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, hot asphalt or may be an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. GAF roll good materials shall be stored on end and on a clean, flat and dry surface. 14. Consult current Underwriters Laboratories Directory for the required coating for each roofing assembly. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with asphalt approved by the applicant and shall be approved in compliance with equiviscious temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate a EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. First layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 lbs /sq. 15% or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature acid /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in hot asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 13. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in liot asphalt, panel size shall be 4' x 4' maximum. Job Address: Contractor: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation 123.01 -158 The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: 0 New Construction - CYRe -Roof No)e: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page -1 Roof Pitch (fill in): " : 12" no Process No. Is the deck solid sheathed? (circle yes' or 'no') no Deck Type (check one of the following): O Nominal '/2" Plywood (for re -roof only) O Nominal ' / Plywood E3 Plank) " " O Other (fill in) Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/ : 0 :12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first thrcc courses of tile nailed with not Icss than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 / which is mechanically attached to the sheathing with not less than one nail per 2 ft Circle 'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control A s 'val for the proposed tile system? if, no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature no Is the proposed underlayment approved for use with this tile system assembly? Job Address: Contractor: Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular rin: hank, corrossion reisistant nails)? no no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Tile Material: ❑ Clay Concrete O Other: 6 4 e � Product Control Approval Number: Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems age - 2 Eg Mortar: Manufacturer: Mixing Ratio: P-rc l r $(e-d O Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 " :12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: O Minimum 12 ga. galvanized roofing nail: Length: ❑ Other: Type: Length: Underlayment: Process No. 11 Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of 3 4 6 ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: Contractor: Underlavment (continuedl: Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: L9' ASTM #30 asphalt saturated felt with: 0 19" overlap O 6" overlap 194" overlap Manufacturer: 1T7"it S ❑ ASTM #15 asphalt saturated felt with: Manufacturer: ❑ Mineral Surfaced Roll Roofing with: Manufacturer: ❑ Other: Type: Manufacturer: Underlavment Fasteners (if applicablel: Check one of the following which apply to underlayment attachment: ❑ Minimum 12 ga. electro- galvanized roofing nail minimum 32 ga. x 1'4" tin cap Length: 74- Manufacturer: j Ttc 1? ❑ Other: Type: Length: Manufacturer: O 19" overlap ❑ 6" overlap ❑ 4" overlap O 19" overlap ❑ 6" overlap O 4" overlap the proposed with Mortar or Adhesive Set Tile Systems Page -3 Spacing (per tile system assembly Product Control Approvall: Field: l 2 " o.c. Laps: f " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Finish: ❑ Cold Adhesive: Flashing Cement: Process No. Gauge or Thickness: 2 6 Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the followingl: Type: Manufacturer: Type: Manufacturer: Job Address: Contractor: Process No. Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type Size in fK Soft: Type A)unimum Size P(9B in Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control] Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION III with a copy of SECTION II, noting the permit number issued. Mortar or Adhesive Set Tile Systems ]Page - 4 Job Address: Contractor: T r: 1 / Thlcbtrss: � Underlayment: AIM/ 9d / b FILL IN APPLICABLE ROOFING COMPONENTS WI IICI I MAKE Ul' TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI IOWN ON THIS PAGE. ( Where Roofing Component not uscd in Tile System Assembly, fill in with "N /A ". ) Roof Pitch Tile: Tile Fastener: if/ /X Bird Stop: /no r to.-/ (�fapplicabI) Ridge Venting: (1/app/cable) Underlayment I¢ Fastener: � 1 9u r4 vain it d lI/fP Y " 12" Head Lap Dimension: 3 " (minimum 2' unless otherwise specified in the rile system ossemhfyProduct Control Adhesive: al or Gutter astener: 1 a 9'a - ` 7 ¢ or - utter: 5 r Proposed Ling: It DETAIL 111 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Process No. Job Address: Contractor: I idle Height: Eave eight: ��� Mean Height 4 feet feet ,Z feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) Exposurc Category: C Classification Category: At 1 Occanlinc?: Y Basic Wind Speed at Building Location 110 mph Building Condition based on % of openings: (See Table 9 oJASCE 7-88) Ground Level BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page -6 Process No. Job Address: Contractor: Skctch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Process No. Job Address: Contractor: Process No. The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIIIIDA - COUNTY OFF DADE Before me this day personally appeared who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Licensed Contractor / Owner Signature Sworn to and subscribed before me this th day of 19 My commission expires: Notary Public State of Florida Mortar or Adhesive Set Tile Systems Page - 8 metnoDADE Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 1'RO) 1 r ONTIiO NOTI -E OF ACCEPTANCE. Your application for Product Approval of Pioneer Concrete Tile. Mortar or Adhesive Set. Concrete "Barrel" Roofing Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Censer for Applied Engineering, Inc., and Teslwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the building Code Compliance Department W be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid fqr a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsile or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material inrnrediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PItODUCT NO. : ACCEPTANCE NO.: EXPIRES: 94- 1219.01 DEC 2 2 1997 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE IG03 METRO-BADE FtAOIER BUILDING 140 WEST FIAOLER STREET MIAMI, FLORIDA 03130 -tSe3 (306) 975 -2501 FAX (70 370 -2000 Raul Rodriguez Produce Control Division Supervisor - PLEASE NOTE - TIIIS IS TILE COVERSIIEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL. CONDITIONS. BUILDING CODE COMMITTEE This application for I'roduct Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to b57uscd in Dade nty, Florida Under the conditions set forth above. DEC 2 2 1994 APPR VED: /3R Charles Danger, P.E., Director Building Code Compliance Department ME TGODALIE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING UUILOINO CODE COMPLIANCE DEPARTMENT SUITE 1503 METRO -DADE FUCKER BUILDING 140 WEST FIAOIER STREET MLU.TI, FLORIDA 33130 NOTICE OF ACCEPTANCE; STANDARD CONDITIONS (305) 976 - 2901 FAX (705) 7762000 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this produce or process or a change in Code provisions shall be grounds for re- evaluation. 4. 5. This acceptance slrall not be used as an endorsement of any product for sales or advertising purposes. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be resealed by on engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. Phis approval supersedes nil previous npprovals. Raul Rodriguez Product Control Division Supervisor Applicant: Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, Florida 33442 Category: Prepared Roofing Sub- Category: Tile TAM: Mortar Set/Adhesive Set Sub___ ____Tunc: Concrete PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Product Control No.: 94- 1219.01 Approval Date: Expiration Date: Jiff 2 2 1994 DEC 2 2 1997 Pioneer Concrete Tile is domestic manufacturer of concrete roof tile with manufacturing facilities stretching front the West Coast to the Southeast All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Pioneers "Barrel" tile profile. Refer to appmprjato Product Control Approvals for other tile pmfiles. Pioneer tile is fabricated with a wide ridged and grooved sidelap providing a water channel at vertical joints. The ridged sidelaps provide a self - aligning function, creating a uniform appearance. All profiles have matching trim pieces used for rake hip, ridge hip, and valley tenninations. Tile system accessories are also available to make up a complete tile systems. Pioneer's "Barrel" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, mortar set and adhesive set tile applications. The minimum roof slope for Pioneer's "Barrel" mortar set or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Darrel" profile drawing. The Pioneer "Barrel" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 3 of this approval. Contact: Pioneer Concrete Tile 1340 Southwest 34tH Avenue Deerfield Beach, FL 33442 (800) 624 -4152 Raul Rodriguez TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 94.1 71n t Test Product Product Dimensions Specifications Resrrtptlon Pioneer Barrel Tile I— 18" PA 112 High profile, two-piece, extruded w e 8%5" concrete roof tile. For mortar set or varying thickness adhesive set applications. Trim Pieces 1 — varies w — varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Raul Rodriguez Produce #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZB 140 Underlayment Rainproof 11 Ice and Water Shield TRADE NAMES OF PRODUCTS MANUFACTURED OTIIERS Dlmenslons N/A N/A N/A 59" x 164' roll 22 Ibs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll Mopping Asphalt N/A Test Specifications ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type 111 or IV Flashing Cement N/A ASTM D 4586 3 Raul Redr,r, Product Control No.: 94-1_ 2_19 i Product DescrIptlnn Manufa t zr r Saturated organic felt generic to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment- Single ply, nail -on Protect -O -Wrap, Inc. underlayment with 2" PCA N94- 0714.01 self - adhering top edge. Self- adhering underlayment for use as a top ply in a two ply underlayment system with approved N30 or N43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. generic generic Lenzing Performance, Inc. PCA H94 -0527.05 W.R. Grace Co. PCA #92 -I 116.01 generic generic product Asphalt Primer Roofing Nails Tin Caps Tile Nails Roof Tile Mortar ("Ti IeTitelm") Valley Flashing Drip Edge Dlmenslons N/A min. 12 ga. with ' / head min. 32 ga. min. I' /,' o.d. max. 2' o.d. min. 8d x 2h" or min. 10d x 3' N/A Roof Tile Adhesive N/A ("Polypro® A11160 ") min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Sneclftcatlons ASTM D41 PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E PA 123 Sec PCA ASTM A 525 PA 111 4 Product Control No.: .9 -1 19 01 Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw or smooth shank nails for additional tile attachment at cave tile courses. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Galvanized steel valley flashing Galvanized steel drip edge Manufact rre generic generic generic generic Bermuda Roof Company, Inc. PCA 1194- 0614.01 Polyfoam Products, Inc. PCA 1194- 0401.01 generic generic Tut Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TEST REPORTS TesUdentifter 94 -084 94 -083 P0647 -01 Testwell Craig Laboratories Lab q: YQ -I I & Consultants, Inc.. Tech: A. Porcello Wind Tunnel Testing PA 108 (Mortar Set) Raul Rodriguez Product Control No.: 94 1219 Test Name/Report Ralf Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Physical Properties PA 112 April 1994 Aug. 1994 Sept, 1994 Deck Type: Deck Description: SYSTEM D: Slope Range: Undcrlayment: Roofing Tile: Comments: SYSTEMS Wood, Non - insulated New construction " / „” or greaser plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Product Control No.: 94 -I t9 01 Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation 146. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adheisve attachment data is noted in Table 3, attached. I. For re -roof applications, " /, plywood is an acceptable substrate. 2. For mortar set applications, the first Three courses of file shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than '/," which is mechanically attached to the deck with not Tess Than one roofing nail every I ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. Raul Rodriguez SYSTEM LIMITATIONS Product Control No.: _14_4212 I. The standard minimum roof pitch for Pioneer "Barrel" mortar set or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar set or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 2. Pioneer's "Barrel" tile profile has not been tested for nail -on applications, therefore, System A (Counter - Batten Nail -On Application), System 13 (Direct Deck Nail -On Application) and System C (Horizontal Batten Nail -On Application) do not form part of this approval. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Mortar set or adhesive set tile shall be attached using an approved mortar or tile adhesive noted in this approval, the data of which is noted in Table 3 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 4. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first Three courses of tile shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings of not less than '/," which is mechanically attached to the deck with not less than one roofing nail every 1 fl'. For roof pitches from 6 ":12" 10 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not Icss than one nail per tile. 5. For mortar set or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category [(examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge/rake) tile with approved file idhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 6. For mortar or adhesive set tile applications, 30/90 hot mopped underlaymenl applications may be installed perpendicular to the roof pitch prior to June I, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. 7. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 8. The Pioneer "Darrel" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a'Moment Based System' .SYSTEM ITATIONS (CONTINUED) Product Control No.: 94 19 01 9. Applications for roofing permits shall include a completed. Section 11 of the Uniform Building Permit, a copy of Pioneer Concrete Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 10. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'N. 11. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Bode. Table 3: Attachment Resistance Expressed as a Moment - M, (ft-lbf) from PA 101 Testing Tile Profile TIIe Application Attachment Resistance Pioneer Barrel Tile Mortar Set 24.50 Adhesive Sel 68.50 Table 2: Restoring Moments due to Gravity - M, (ft -Ibf) from PA 101 Testing Tile Profile 3 ":12" 4 ":12" 5 ":12" 6":12" 7 ":12" or greater Pioneer Barrel Tile 6.80 6.70 6.58 6.39 6.21 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94 1219 01 s -;-!„, -„) 9 Raul Rodriguez PROFILE DRAWINGS PIONEER BARREL TILE 10 Raul Rodriguez Product Control No.: _114.12A Ot Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing Tile Profile _ X (1t') Batten Application X (ft') Direct Deck Application Pioneer Barrel Tile N/A 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94 1219 01 s -;-!„, -„) 9 Raul Rodriguez PROFILE DRAWINGS PIONEER BARREL TILE 10 Raul Rodriguez Product Control No.: _114.12A Ot Pitch of Roof Direct Deck Only Choice of Underlayments Plastic or compatible cement at nails penetrating underlayment 2 ":12" to 7 ":12 "' 1. No. 30 or No. 43 organic base nailed to deck, min. Required 74# organic cap sheet in type III or IV hot asphalt. 2. No. 30 or No. 43 organic base nailed to deck, Product Control Approved min. 3.5 mm, SBS modified cap sheet in type IV asphalt, Product Required Control Approved for use under tile 3. No. 30 or No. 43 organic base nailed to deck, min. Required 74# organic cap sheet in Product Control Approved cold applied adhesive. 4. No. 30 or No. 43 organic base nailed to deck, approved self- adhered membrane bonded to the base ply. Required 5. Alternative / Component Approved Membranes. See Component Approval NOTE: Roof pitches > 7 ":12" require all provisions of the Dade County Model Nail -on Specification. (See Dade County Protocol PA 119) Note: The following specification was developed for use within the jurisdiction of the South Florida Building Code. DIVISION 7 JULY DADE COUNTY BUILDING CODE COMPLIANCE OFFICE PROTOCOL PA 120 -94 ©1994 Metro-Dade Building Code Compliance Office SYSTEM #3: MODEL MORTAR OR ADHESIVE SET TILE SPECIFICATION INCLUDING APPROVED UNDERLAYMENT ASSEMBLIES The following table provides the contractor with the choices available for underlayment systems. These systems can only be used on pitches designated in the tables below. This guide specification covers Low Profile and High Profile Roof Tile (See Dade County Protocol PA 112 for definition) using a minimum 3" tile headlap, or a designed limited headlap, on minimum "/,;" (reroofing) and ' (new construction) solid decking nailed in compliance with the requirements of The South Florida Building Code. Page - 1 PA 120 07300 - Shingles and Roofing Tiles. 320 - Roofing Tiles. - Mortar -Set Tile Specification. This mortar or adhesive set tile specification is a model specification document developed to comply with the code requirements of the South Florida Building Code. It is important to recognize that these recommendations are neither warranties explicit or implicit, nor representative of the only method by which a mortar or adhesive set tile system can be installed. This document has summarized a guide method of installation of mortar or adhesive set tiles which has been developed from actual trade practice; trade industry recommendations and in compliance with the requirements of the South Florida Building Code. PART 1 GENERAL 1.01 Related Work Specified Elsewhere A. Rough carpentry - Section 06100 B. Roof and deck insulation - Section 07220 C. Flashing and deck insulation - Section 07600 D. Roof accessories - Section 07700 1.02 Quality Assurance A. Products 1. Concrete Roof Tile - In compliance with Dade County Protocol PA 112. 2. Clay Roof Tile - In compliance with ASTM Standard C 1167. B. Requirements of regulatory agency 1. South Florida Building Code, Chapters 23 and 34 - 1994 Edition. 1.03 Submittals A. Samples - tile type and color as selected. B. Manufacturer's literature - including product descriptions and recommended installation procedures. C. Tile System Assembly Product Control Approval. Page - 2 JULY - PA 120 1.04 Product Delivery, Storage and Handling 1.05 Job Conditions C. Any punctures or tears in the underlayment which occur during the loading and stacking of tile shall be immediately repaired with like materials. 1.06 Warranty A. Materials - manufacturer's limited warranty against defects in roof tile for years. (NOTE: Fill in appropriate number of years'.) PART II PRODUCTS D. The underlayment manufacturer's Roofing Component Product Control Approval, indicating approval for use with the tile system assembly. E. Roofing Component Product Control Approval for any roofing component used in installation which is not listed in the tile system assembly Product Control Approval. A. Distribute stacks of tile uniformly, not in concentrated loads. B. When stacking tile on roof top prior to installation, install battens under nose of tile stacks where required in the underlayment Product Control Approval. C. Care shall be taken to protect the underlayment during the tile loading and stacking process. A. Do not install underlayment or tiles on wet surfaces. B. Insure other trades are aware of precautions required when loading and stacking of tile, and their responsibility for protection of tile during and upon loading and stacking completion. 2.01 Roof tile shall be manufactured by a manufacturer who has obtained Product Control Approval for use of the Tile System Assembly from the Metro -Dade Product Control Supervisor. A. Tile Manufacturer: B. Tile Type: ' This is provided for reference only. A warranty is not required under the provisions of the South Florida Building Code. Pate - 3 JULY PA 120 JULY C. Accessory Tile Type: D. Surface Finish: E. Color: F. Approximate Weight: G. Roof tile shall meet or exceed the minimum requirements set forth in Dade County Protocol PA 112 for concrete tile and ASTM Standard C 1167 for clay tile. 2.02 Asphalt Saturated Roofing Underlayments A. Organic, type II, commonly called No. 30 or 30 #, specifically ASTM Standard D 226, type II organic saturated felt used as an anchor sheet. B. Organic, type I, commonly called No. 43 or #43, specifically ASTM D 2626 asphalt coated base sheet used as an anchor sheet. B. Mineral surface roll roofing felt minimum 74# commonly called 90 #, specifically ASTM D 249. C. Modified Bitumen single ply membrane in compliance with Dade County Protocol PA 104. D. Self adhered membrane in compliance with Dade County Protocol PA 103. E. Granular surface SBS modified bitumen membrane, minimum 3.5mm at the selvage edge, approved for use in the South Florida Building Code jurisdiction. 2.03 Membranes A. Organic - Asphalt impregnated cotton membrane, minimum 4" wide. B. Inorganic - Asphalt impregnated fiberglass membrane, minimum 4" wide. 2.04 Fasteners A. Nails - corrosion resistant meeting ASTM A 641 Class 1 or approved equal (i.e. hot dipped galvanized, aluminum. copper or stainless steel) of sufficient length to properly penetrate deck minimum 3 /4" or through thickness of deck a minimum of 3 / 16 ", whichever is less. Fasteners shall be in compliance with Dade County Pate - 4 PA 120 2.05 Metal Flashing 2.07 Mortar corrosion resistance testing set forth in Appendix 'E' of Dade County Protocol PA 114. B. Screw Fasteners- corrosion resistant fasteners formed from, coated or plated steel; silicone bronze brass; aluminum; copper; or stainless steel of sufficient length to properly penetrate the deck a minimum of 3 /," or through a deck a minimum of 3 / 16 ", whichever is less. Screw fasteners shall be in compliance with Dade County corrosion resistance testing set forth in Appendix 'E' of Dade County Protocol PA 114. C. Storm clips and storm clip fasteners - refer to specific manufacturer's Product Control Approval. A. Flashing shall be minimum 26 ga.. G -90 corrosion resistant metal - conforming to ASTM A 525 and A 90. or other metal or composition profile materials which are approved under the South Florida Building Code, or have received Product Control Approval . B. Lead shall be minimum 2.5 lbs. per ft 2.06 Adhesive / Sealant A. Asphalt plastic roof cement - conforming to ASTM D 4586, type II. non - asbestos. non - running. heavy body material composed of asphalt and other mineral ingredients. B. Cold process modified bitumen adhesive - conforming to ASTM D 3019. type II. C. Structural bonding adhesive - conforming to ASTM C 557 or ASTM D 3498. D. Asphalt - conforming to ASTM D 312. type III and IV. (Note slope requirements in Section 34 of the South Florida Building Code). E. Proprietary adhesive compounds in compliance with the requirements set forth in Dade County Protocol PA 110 and having Roofing Component Product Control Approval. A. Mortar mix shall have a Roofing Component Product Control Approval for use with the specific tile system being installed and shall be in compliance with Dade County Protocol PA 123. Page -5 JULY ` PA 120 PART III EXECUTION 3.01 Inspection JULY' B. Mortar shall be mixed using the mixing ratio specified in the mortar manufacturer's Product Control Approval. C. Mortar flow shall be determined using a cone penetrometer test, in compliance with ASTM C 780 (Appendix Al), the results of which shall be 2 ±'/ (55 + 3 mm) of penetration. 2.08 Eave Closure A. Prefabricated EPDM synthetic rubber conforming to ASTM C 1056. B. Prefabricated metal eave closure. C. Prefabricated concrete or clay eave closure. D. Mortar - color optional. 2.09 Coating A. Paint - color coordinated paint for painting tile, flashing and/or accessories, as required. B. Acrylic sealer - for point -up mortar (optional). C. Tint Seal - color coordinated sealer for staining tile or accessories as required. 2.10 Lumber A. Sheathing - material shall conform to APA rated sheathing. 1. New Construction - 40/20 19 / 32 " APA rated sheathing . 2. Re- roofing - 32/16 15 /32" APA rated sheathing. A. Verify that surfaces to receive underlavment and roof tile are uniform, smooth, clean. and dry. Pace - 6 PA 120 JULY B. Do not start roofing, installation until the Building Official has inspected and approved the decking installation 3.02 Underlayment Application - choose one of the following A. Hot Mop 30/90 A two ply roof application commonly called, a 'Hot Mop' system. The roof cover is terminated at approved metal flashings. A No. 30 ASTM D 226, type II asphalt saturated anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of ASTM D 249 mineral surfaced cap sheet in a full 25 lbs /sq. ± 15% mopping of ASTM D 312, type IV asphalt. Asphalt shall be applied uniformly so that the felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back- nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. B. Hot Mop 43/90 A two ply roof application commonly called a 'Hot Mop' system. The roof cover is terminated at approved metal flashings. A No. 43 ASTM D 2626, type II anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall. be 6 ". Over properly installed anchor sheet. apply one layer of ASTM D 249 mineral surfaced cap sheet in a full 25 lbs /sq. ± 15% mopping of ASTM D 312. type IV asphalt. Asphalt shall be applied uniformly so that the felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back- nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. C. Hot Mop 30/ 'Modified Cap' A two ply roof application commonly called a 'Hot Mop' system. The roof cover is terminated at approved metal flashings. A No. 30 ASTM D 226, type II asphalt saturated anchor sheet shall be mechanically attached to the wood deck with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of Product Control Approved, minimum 3.5 mm, mineral surfaced SBS cap sheet in a full 25 lbs /sq. ± 15% mopping of ASTM D 312, type IV asphalt. Page - 7 PA 120 Asphalt shall be applied uniformly so that the felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. D. Hot Mop 43 / 'Modified Cap' A two ply roof application commonly called a 'Hot Mop' system. The roof cover is terminated at approved metal flashings. A No. 43 ASTM D 2626, type II anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of Product Control Approved, minimum 3.5mm, mineral surfaced SBS cap sheet in a full 25 lbs /sq. ± 15% mopping of ASTM D 312, type IV asphalt. Asphalt shall be applied uniformly so that the felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. E. Cold Process 30/90 A two ply roof application commonly called a 'Cold Process' system. The roof cover is terminated at approved metal flashings. A No. 30 ASTM D 226, type II anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of ASTM D 249 mineral surfaced cap sheet in a continuous layer of ASTM D 3019. type III cold process adhesive at the rate of 1.5 gal /sq. Adhesive shall be applied uniformly, with a squeegee or knotted brush, so that felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope. mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. F. Cold Process 43/90 A two ply roof application commonly called a 'Cold Process' system. The roof cover is terminated at approved metal flashings. A No. 43 ASTM D 2626, type II anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of ASTM D 249 mineral surfaced cap sheet in a continuous layer of ASTM D 3019. type III cold process adhesive at Page - 8 JUL)" PA 120 JULY the rate of 1.5 gal/sq. Adhesive shall be applied uniformly with a squeegee or knotted brush, so that felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. G. Two Ply "Nail -on" Underlayment / 43 A two ply roof application utilizing a Product Control Approved, nail -on, single ply underlayment in compliance with Dade County Protocol PA 104. The roof cover is terminated at approved metal flashings. A No. 43 ASTM D 2626, type II asphalt saturated anchor sheet shall be mechanically attached to the wood deck with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet apply one layer of any Product Control Approved. nail -on, single ply underlayment in compliance with the Roofing Component Product Control Approval. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. H. Self - Adhered Underlayment/Anchor Sheet A two ply roof application utilizing a Product Control Approved, self - adhered single ply underlayment, in compliance with Dade County Protocol PA 103. The roof cover is terminated at approved metal flashings. Any approved No. 30 or No. 43 sheet shall be mechanically attached to the wood deck with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field. and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of any approved, self - adhered underlayment in compliance with the Roofing Component Product Control Approval. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. I. Alternative/Product Control Approved Membranes Any product consisting of one or more water shedding layers applied to a sloped roof prior to the application of a Prepared Roof Covering having been tested in compliance with Product Control Approval guidelines. The primary purpose of an underlayment is defined as a water Shedding laver to function in combination with a Prepared Roof Covering. 3.03 Drip Edge Metal - choose one of the following Pase - 9 PA 120 A. Edge metal shall be installed at perimeters over a two ply underlayment system. The metal profile shall be placed in an ' / continuous bed of ASTM D 4586, type II flashing cement and fastened 4" o.c. with #12 ga. x 11/4" annular ring shank, corrosion resistant roofing nails, placed 1" from the top edge of the deck flange. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped an minimum of 4" in a bed of approved flashing cement. The metal and granular surface cap sheet shall be joined with a 1 / 8 " bed of flashing cement and a 6" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. As an alternate, the metal may be stripped in with a 6" strip of torch, hot asphalt or cold adhesive applied modified bitumen. Joints shall be feathered with adhesive to enhance water flow OR, A. Edge metal shall be installed over the anchor sheet at all perimeters in a maximum 1 / 8 " continuous bed of ASTM D 4586 , type II flashing cement and fastened 4" o.c. with #12 ga. x 1'/4" annular ring shank, corrosion resistant roof nails placed not greater than 1" from the outside edge of the deck flange. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped an minimum of 4" in a bed of flashing cement. The mineral surface cap sheet shall be bonded to the metal with ASTM D 312, type IV asphalt. B. Continue from eave up rake /gable in same manner, insuring water shedding capabilities of all metal laps. C. CARE SHALL BE TAKEN NOT TO COMBINE HOT ASPHALT WITH FLASHING CEMENT. 3.04 Valleys - choose one of the following A. Pre - formed or rolled metal, minimum 16" finished width, shall be placed in the valley and shall be installed in a maximum 1 / 8 " continuous bed of ASTM D 4586, type II flashing cement and fastened 4 with 12 ga. x 11/2" annular ring shank, corrosion resistant roof nails placed no rester than 1" from the outside edge of the valley metal. All bonding surfaces shall be y pnme. with AST D 41 primer. All joints shall be lapped a minimum of 4" in a bed of approved flashing cement. The metal and granular surface cap sheet shall be joined with a 1 / 8 " bed of flashing cement and a 6" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. As an alternate. the metal may be stripped in with a 6" strip of torch applied modified bitumen. OR, Page - 10 JULY PA 120 4 A. Pre - formed or rolled metal, minimum 16" finished width, shall be placed over the anchor sheet in the valley and shall be installed in a maximum 1 / 8 " continuous bed of ASTM D 4586, type II flashing cement and fastened 4" o.c. with 12 ga. x 11/4" annular ring shank, corrosion resistant roof nails placed not greater than 1" from the outside edge of the valley metal. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped a minimum of 4" in a bed of flashing cement. The mineral surface capsheet shall be bonded to the metal with ASTM D 312, type IV asphalt, in a woven manner. B. CARE SHALL BE TAKEN NOT TO COMBINE HOT ASPHALT WITH FLASHING CEMENT. 3.05 Flashing and Counterflashitigs at Wall Abutments A. Install "L" metal, minimum 4" x 5 ", flush to base of walls with the 4" flange on the roof deck. Flashing shall be installed over the base underlayment and nailed at 6" o.c. within 1" of metal edges. Lap joints 4" and apply approved flashing cement between laps. Start at lower portion and work up to insure water ■ tightness. B. Seal along top edge of vertical flange, covering all nail penetrations with approved flashing cement and membrane where required. C. When installing counter flashing. lap top flange of base flashing minimum 3 ". Nail metal within 1" of metal edge minimum 6" o.c. or set into reglets (secured properly) and thoroughly caulk. Lap joints minimum 3" and apply approved flashing cement between laps. D. All head flashing shall be installed on top of the cap sheet (top ply). Insure the deck flange conforms to the pitch of the roof and extend minimum 4" onto deck. Seal along edge with flashing cement and fabric. E. Install apron flashing a minimum 4" on tile surface. Nail vertical flange on flashing 1" of metal edge and secure as necessary. Lap metal 6" and seal laps with approved flashing cement. 3.06 Standard Curb Mounted Skylights, Chimneys, Etc. A. Install in compliance with regular flashing installation procedures. See Section 3.05 -A -4 above. Paae - 1 1 JULY PA 120 Note: For self curbing or prefabricated skylights refer to skylight manufacturer's installation instructions and the Roofing Component Product Control Approval. The Product Control Approval shall take precedence. 3.07 Pipes, Turbines, Vents. Etc. A. Apply approved flashing cement around base of protrusion and on the bottom side of metal flanges sealing unit base flashing to deck. B. Nail and secure all sides of base flashing within 1" from edge. Make certain base is flush to deck. 3.08 Top -ply (commonly called cap sheet) A. All cap sheet shall be installed in compliance with the cap sheet manufacturers published application details. Apply hot asphalt or approved adhesive between plies of roofing felt so that no felt touches felt. Back nail using approved tin caps and roofing nails spaced at a maximum of .j o.c. at side laps and 6" o.c. at the end laps, approximately 1" from edge of the top ply. B. Apply each succeeding course in same manner, allowing minimum 3" side lap. C. Overlap hip and ridge minimum 6 ". D. Insure weave pattern in valley or trim maximum 4" past nail penetrations. When using pre - formed valley metal. seal edge of the cap sheet with approved flashing cement and membrane. E. Prime all metal flashings and roof protrusions to insure a weatherproof application. F. Trim any felt overhanging at eave and gable. G. Cut any fishmouths and seal with approved flashing cement and membrane. H. Apply approved flashing cement or hot asphalt along edge of felt wherever it meets wall bases. Note: Each tile manufacturer requires specialty accessories. Their accessories shall be installed in compliance with the tile system assembly Product Control Approval. 3.09 Tile Installation Methods Pace - 12 JULY PA 120 ■ 4 Note: Installation instructions set forth in the tile system assembly Product Control Approval shall take precedence. A. Layout - horizontal 1. Chalk horizontal lines beginning one tile length from eave less desired overhang. Overhang shall be %" to 2 ", depending on tile type, use of gutter, or other functional requirements. • 2. For batten installation only, chalk horizontal line 1" to Y2" from ridge. 3. Chalk succeeding lines for a minimum 3" headlap unless restricted by product design. 4. Increase headlap when necessary for equal course spacing, or as needed for unusual application conditions. B. Layout - vertical - choose one of the following 1. Staggered/cross bond tile installation - recommended for flat tile a. Gable end OR. i. Chalk vertical lines one full tile and one half tile width plus 1" to 2" from starting gable to accommodate rake tile. OR, i Chalk verticals lines one full tile and one half tile width plus I /," from starting gable to accommodate flush finish. ii. Chalk additional lines, if necessary, to maintain alignment. b. Hip roof i. Chalk vertical line 90 degrees from eave line. ii. Chalk second line parallel to first to . accommodate staggered/cross bonded tile. iii. Chalk additional lines, if necessary, to maintain alignment. Pase - 13 JULY PA 120 1. Straight bond tile installation - not recommended for flat tile a. Gable end i. Chalk vertical line one full tile width plus 1" to 2" from starting gable. ii. Chalk additional lines, if necessary, to maintain alignment. b. Hip roof i. Chalk vertical lines, if necessary, to maintain alignment. C. Tile Installation 1. Stack tile to facilitate installation and minimize tile movement. Tile stacks shall not be greater than ten high. Battens shall be placed under the nose of tile stacks where required by the underlayment Product Control Approval. 2. Eave treatment - choose one of the following three options a. Prefabricated Rubber Eave Closure - install closure strip along eave in compliance with the tile system assembly Product Control Approval. OR, a. Metal Eave Closure - install closure strip along eave in compliance with the tile system assembly Product Control Approval. OR, a. Raised Fascia/Wood Starter Strip- when using a 1' /2" raised fascia. a 2" x 2" wood starter strip must be installed behind fascia. i. Install fascia board approximately 3 /4" above roof deck or a 1" x 2" wood starter strip at roof edge. ii. Install 8" tapered cant strip at eave behind fascia and/or starter strip to support metal flashing when using drip edge. Tapered cant strip is optional when using anti - ponding metal. iii. Install a minimum 8" wide anti - ponding metal flashing of to insure positive drainage over fascia /starter strip. Nail top edge of flange onto roof. iv. Apply underlayment as per Section 3.02 Pate - 14 JULY PA 120 3.10 Low Profile and High Profile Tile Note: Mortar or adhesive set tiles applied at an incline of 4 ":12" to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate the first three courses shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck with not less than one roofing nail every square foot. For pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning at the eighth course shall be nailed. A. Starting at lower left corner (facing down roof) install first course of tile. Make certain all tile overhangs drip edge evenly along entire first course. B. Bond and/or secure field, perimeter and corner tile in compliance with the tile system assembly Product Control Approval. C. Cut/break tile for proper staggering of tile courses when using the staggered/cross bond method of installation. D. Set tile in stepped course fashion or in a horizontal and /or vertical fashion when utilizing straight bond method. E. Lay succeeding courses of field tile in same manner. F. If the tile system assembly has been tested for wind characteristics in compliance with Dade County Protocol PA 108, the tile shall be attached to resist the aerodynamic moment determined using the design pressures for the building. determined under Chapter 23 of the South Florida Building Code, and the attachment calculations set forth in Dade County Protocol PA 115. Confirmation of bonding performance shall be determined by the Building Official in compliance with Dade County Protocol PA 106 not less than 30 days after project completion. G. If the tile system assembly has not been tested for wind characteristics in compliance with Dade County Protocol PA 108, the tile shall be attached to resist the required uplift force determined using the design pressures for the building, determined in compliance with Chapter 23 of the South Florida Building Code, and the attachment calculations set forth in Dade County Protocol PA 115. Confirmation of bonding performance shall be determined by the Building Official in compliance with Dade County Protocol PA 106 not less than 30 days after project completion. H. Cut/break field tile to form straight edge at center of hip /ridge. Page - 15 JULY PA 120 I. Mortar application: Low, High and Flat Profile Tile. 1. Set tile in a bed of approved mortar. Apply full 10" minimum length mason trowel full (approximately 4.5 to 5 pounds dry weight) of mortar vertically under pan closest to underlock of previously installed tile. For flat tile place mortar or adhesive adjacent to underlock of previously installed tile. Mortar should be placed from head of tile in previous course to head of tile being set. Do not apply mortar under headlug of tile, or onto the underlock of adjacent tile which may create a tilted or cocked tile. Mortar shall be placed in general compliance with the detail drawings attached to the tile system assembly Product Control Approval. 2. Use half starter /finisher tile when provided or cut/break tile for proper staggering of tile courses when using the staggered/cross bond method of installation. 3. Set tile in stepped course fashion or in a horizontal and / vertical fashion when utilizing straight bond method. 4. Lay succeeding courses of field tile in same manner. Bed of mortar or • adhesive should make contact with head of the lower course of tile and underside of tile being set. J. Mortar application- Two -Piece Barrel Tile. 1. Apply 10" mason's trowel full of mortar (approximately 4 to 5 pounds dry weight) vertically over chalk line and under center of each pan with narrow end facing down roof. 2. Place bed of mortar or adhesive along inside edges of pans and set covers with wide end facing down roof. 3. Point mortar or adhesive to next acceptable straight -edge finish insuring good strong contact along edges. 4. Lay succeeding courses of field tile in same manner. Bed of mortar or adhesive should make contact with head of lower course of tile and underside of tile being set. K. Adhesive set Application 1. Apply adhesive material to the underlayment and/or tile in strict compliance with the Product Control Approval. Pate - 16 JULY PA 120 JULY 3.11 Valleys 2. Placement of adhesive shall be in compliance with the detail drawings attached to the Product Control Approval. Note: It is not recommended to install trim tile in valleys. It may be necessary to remove the lugs from the field tile at walls and valley flashings for proper positioning of cut field tiles. A. Standard Roll Valley OR, OR, 1. Closed Valley - Miter tile to meet at center of valley. 2. . Open Valley - Chalk a line minimum 2" on both sides valley center. Place bed of color coordinated mortar along outside edge of chalk lines. Miter tile to form straight border and point to match tile surface. A. Pre - formed Metal Without Returns I. Closed Valley - Miter tile to form straight border on either side of water diverter. 2. Open Valley - Miter tile to form straight border on either side of two water diverters. 3.12 Hip Starter - choose one of the following A. Prefabricated hip starter 1. Miter tile as hip starter to match eave lines. OR. A. Use standard hip tiles as starter. 3.13 Hip and Ridge Installation- Choose one of the following A. Set hip and ridge tile in a continuous bed of color coordinated mortar, lapping tile minimum 1". Insure bed of mortar does not protrude in center of hip or ridge junction. Approximately 1" of field tile shall extend beyond bed of mortar. Point mortar and finish to match tile surface. Paee - 17 PA 120 JULY A. Mechanically fasten hip and ridge tiles to nailer board. See section 3.16. B. A ridge vent or venting within 18" of ridge is required on all tile applications using self adhered underlayment direct to deck. Ridge vents shall have Roofing Component Product Control Approval. 3.14 Nailer Boards - as required by some tile system assemblies A. Install salt pressure treated nailer boards secured directly to trusses. B. Install self adhered membrane over nailer board and seal to tile surface. Care should be taken to ensure no self adhered membrane is exposed to sunlight. C Fasten with nails or screws of sufficient length to penetrate minimum of 'A" into each truss. D. Use approved adhesive or clips at overlaps. 3.15 Rake /Gable Tile A. Rake /Gable Tile 1. Install first rake tile to exposed length of first course of field tile with factory finish of rake tile towards the eave. 2. Nail rake tile with minimum two 10d hot dipped galvanized or non - ferrous nails, or of sufficient length to penetrate the framing a minimum of '/4 ", whichever is more restrictive. 3. Abut each succeeding rake tile to the nose of the field tile above and maintain a constant headlap. B. Metal Finish 1. Install prefabricated gable metal with 1" water return. 2. Fasten by clipping 24" on center. Note: Rake tile application at finishing end may need special consideration to provide proper drainage, i.e. flashing or sealant may be needed. Refer to tile system assembly Product Control Approval. 3.16 Wall Abutments Page - 18 I'A 120 A. Cut tile to fit approximately ' /z" to base of walls. Point -up mortar not recommended. Note: It may be necessary to remove the lugs from the field tile at wall flashing for proper positioning of cut field tiles. 3.17 Plumbing Stacks A. Metal Finish 1. Cut tile to fit close to plumbing stack. Over plumbing stack install a lead pipe flashing. Pipe flashing shall have a minimum 18" x 18" base. Flashing base shall be set in approved adhesive and form fitted to match the tile profile. Install pipe flashing in such a manner to allow shedding of water. The ridge edge of the pipe flashing base shall be installed under the nose of the tile above. Note: Rigid corrosion resistant metal may be substituted for lead on flat tile installations. 3.18 Coatings - optional A. Acrylic sealer may be applied to exposed mortar as in accordance with the Tile System Assembly as outlined in the Product Control Approval. B. Color coordinated paint may be applied to all metal flashings. 3.19 Tile Replacement A. Damaged Tile 1. Break out and replace damaged roof tile. Do not disturb underlayment. Repair underlayment if necessary. 2. When battens are used. drive nail flush to batten with hammer and flat bar. 3. Apply minimum of 3 / x 2 bead" of approved adhesive on tile in course below replacement tile. 4. Immediately set replacement tile in position assuring proper contact. B. Small Valley and Hip Cuts Page - 19 JULY PA 120 1. Elevate nose end of tile in course above small cut tile, apply a minimum of 3 / 8 " x 2" bead of approved adhesive at head of cut tile. 2. Immediately set tile in course above in position which assures proper contact. Note: For roof pitches >7 ":12" , mechanical fastening is required. Refer to tile system assembly Product Control Approval. 3.20 Clean-Up A. Remove all broken tile, debris and excess tile from roof. 3.21 Miscellaneous recommendations A. Instructions shall be given to all parties involved cautioning against traffic of any kind allowed on finished roof. Damage to roof tiles and/or sub -roof may result. Refer to tile system assembly Product Control Approval for proper procedures for traffic on roof tile. Pace - 20 JULY PA 120 • If a " � MIAMI SHORES VILLAGE (/ o d�`Z/1a BUILDING INSPECTION DEPARTMENT C ms APPLICATION FOR BUILDING PERMIT L / .1pplicationi c� mode for thc approval of the detailed statement or we plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of thc Building Division of Miami Shores Villar shall be complied with, whether herein clfied or not. A copy of approved plans and specifications must be kept at building during progreu of the work. rti � I � r � ,�' �� U � F ..�......_�_..._._._... ,19.�1� Owner's Name and Address • _ _ No.. . » — Street._.. Registered Architect and /or Engineer........ ,••y.� :..5. .<•••t,.•]n,f.e!s t•:• Name and ad . dress of licensed contractor .... _._ ..... /� . ..._....�. _ »» .».... » .............................. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) _ and for no other purpose. STATE OF FLORIDA, t . COUNTY OF DADE. j ss. New Building Remodeling Addition Re•airi No. of S ries • — To be constructed of Kind of u a ton eri n Roof Cov Estimate Total cost of improvements $ � Amount of Permit 1..... Zone cubage required Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied svith the provisions thereof, and will require similar compliance From all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection • , t site • the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such s icto `�; % rformed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) / I Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared . —..—. and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No x410 2,-- t. Date �•.. Read, Sworn to and Subscribed before me. Disapproved 1. Date Notary Public, State of Florida Building Inspector to me well known, My Commission Expires PLANNING BOARD DATE Chairman Mcmbcr Mcrr4ber M ember Member Member Council Approved Date Disapproved Date NOTE: A c•li.irge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A rc•in.pec tion fee of 51.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address E Registered Architect and /or Engineer Name and address of licensed contractor___ Location and legal description of lot to be built on: Lot Block Subdivision � - Street and Number where work is to be done •9_ 3 /Y2- State work to be done and p e o building (b floors ) __ and for no other purpose. New Building Remodeling Addition Repairs No. of Storie t To be constructed of Kind of foundation ` � undation Roof Covering a' ou Estimated Total cost of improvements $ (J 3 Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building _____Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required' by the Act. The undersigned agrees to employ only such subcontractors on work to be performed under this permit, as are licensed by. Miami Shores Village. . 44i f Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 1 ' 2 7 Date � — 7 Read, Sworn to and Subscribed before me. Disapproved . (Signed) Date � z(.3" , 19 No._ 1!_5" Street.?. /O 4g-Z - 7r/ - ft) ate Notary Public, State of Florida Building nspector 1 Commission Expires PLA >#' ING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date , Owner's Name and Address...M." 1,14 No . 4/ 53 Street 4 / / Registered Architect and/or Engineer Name and address of licensed contractor fi0 /Afq C 2 1/ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 5.3 /1./..Z Cra- liZse-‘2 State work to be done and purpose of building ( by floors) 45 V A and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice permit, as are licensed by Miami Shores Village. or notices as are required by the Act. The undersigned agrees to employ only :1.14?-1 ubc act , on ork_to b performed under this Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No d1 ' ' / Date Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida Buildin nspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning ]3oard. A re-inspection fee of 51.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and workmanship. BUILDING ❑ ELECTRICAL ❑ PLUMBING 4 ROOFING ❑ Owner of Building ;• Architect Contractor or Builder Legal Description Address of Building far MIAMI SHORES VILLAGE, FLORIDA DATE I PERMIT Lot CONTRACTOR OR BUILDER t _ / N9 6298 Work to be performed under this Permit Bl. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in com iance ith a gu pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper auth ities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY Value of Project 1' $ 84 19 Contractors q ∎ License No. Subdi- vision Le '� se) 4' Amount of a Permit $ 'a ''' INSPECTOR nl ll ordinances an d�r e lotions AUTHORITY A•eoT BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building ❑ PERMIT N? 6318 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Archi tect r• Contractor or Builder Legal Lot Description +' 31 • Address of Building ' ✓ `• Signed. Work to be performed under this Permit INSPECTOR BY Contractor's License No. A Subdi- vision e" Value of I Amount of Project $ I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described In the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in th9Atatements or specifications and that he assumes responsibility for work done by his agents, servants or employees. DATE 195 L AUTHORITY In consideration of the issuance to me of this permit I agree to perform the work covered; hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac• cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. Owner's Name and Address.... Registered Architect and /or Engineer Name and address of licensed contractor APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors)) 4r b o New Building MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Remodeling. Addition ate Date ,.1 -?>.4 7 , 19 • No *S . Street 2/ Q 8 and for no other purpose. No. of Stories To be constructed of Kind of foundation d� Roof Covering Estimated Total cost of improvements $ ..__L? Amount of Permit $ Zone cubage required Flan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices_ with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) r STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. _ Permit No 6 � / 6 Date J � 2 - J d, Sworn to and Subscribed before me. Disapproved (Signed) L- . }} f Building Inspector My Commission Expires Notary Public, State of Florida PLANN BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.